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HomeMy WebLinkAboutARB201600124 Presentation Architectural Review Board Approval 2016-11-07 (2)SPECIES HEIGHT AREA/PLANT AREA/SPECIES AMELANCHIER 19.5' 130 Q. FT. 130 SQ. FT. CARPINUS BETULUS 20' 177 SO, FT. 1,239 SQ, H- ILEX CORNUTA 5' 14 SQ. FT. 238 SQ. FT. ILEX VERTICILLATA 8' 41 SQ. FT. 164 SQ. FT. TOTAL PROPOSED CANOPY 1. 771 SO. FT. (0.04 ACRES) EXISTING CANOPY 0.0 ACRES TOTAL AREA COVERED 0.04 ACRES (3 %) TYPE AREA AC NOTES PARKING/ROADS 0.21 SIDEWALK/HARDSCAPE 0.07 INTERIOR LANDSCAPE .50 TYPE AREA AC PERCENT OF TOTAL NOTES TOTAL 1.33 100.0% BUILDING FOOTPRINT 0.55 41.4% PARKING/ROADS 0.21 15.8% SIDEWALK/HARDSCAPE 0.07 5.3% OPEN SPACE 0.50 37.6% MANHOLE TOP = 457.02' INV IN = 448.3' (4" PVC FROM INV IN = 448.2' 4" PVC FROM INV IN = 448.3' 6" PVC FROM I OUT = 448.2' (6' PVC TO LEGEND: ASPH = ASPHALT k( = LIGHT BW = BOTTOM OF WALL CO = CLEAN -OUT C OR CONC. = CONCRETE = LIGHT ON CONC. BASE COV. = COVERED CSW = CONCRETE SIDEWALK B = TEMPORARY BENCH MARK DI = STORM DROP INLET =WATER VALVE DS = DRAIN SPOUT EP = EDGE OF PAVEMENT ,�+� 1�P =FIRE HYDRANT FFE = FINISHED FLOOR ELEVATION FO = FIBER OPTIC = TRANSFORMER IRF = IRON ROD FOUND TV = TELEVISION BOX MH = MANHOLE = TELEPHONE BOX NS = NAIL SET T SO = STORM DRAIN LINE SS = SANITARY SEWER LINE TOM = TEMPORARY BENCH MARK TOIL= TOP OF LANDING 1W = TOP OF WALL UGE = UNDERGROUND ELECTRIC UNE WL = UNDERGROUND WA ? =UNKNOWN OR UNVERIFIED LOCATION MI-?0 I sJcyl> CF (17) DWARF BURFORD HOLLY 2'-0" O.C., Ht. = 2' (1) SERVICEBERRY - 2.5" Caliper a" a°4 � G / yO,BOAS•Q ' - GS coy. �R/cy� TF bJc1* QB 9ya�9J JSZTyoSJ w S o F .:. °6 >- JOS PLAT BOOK XI, PG. 105 2 / 1.3266 AC. n f VN%,tl ? �✓ / pGP�%PG��� g06 q6� ? / \ / p0.00'OXF'g5 �tl / �M?Op3jpM� a�Q'BA9�gp p °OS.Q G 5g6• \ 00. O'9BOA5•Q �Ot3 00 VIRGINIA GRID NORTH SOUTH ZONE (NAD-83) (1994) HJ�H�gypJo� !qT oJ. � "qy 4'kJ pfH CJ oS (4) WINTERBERRY HOLLY 24" Height (7) FASTIGATE EUROPEAN HORNBEAM 3.5" Caliper SBo 57�6? o7STAN�f �1 TOP = 496.32' INV OUT = 490.2' (TO 12) 1 (18- RCP) SYMBOL KEY QTY BOTANICAL COMMON IZE NOTES 6 (-T AMELANCHIER SERVICEBERRY 2.5"Cal. Liz CARPINUS BETULUS FASTIGIATE EUROPEAN 3.5" Cal. HORNBEAM ' 17 4 ILEX CORNUTA ILEX VERTICILLATA f - "_ DWARF BURFORD HOLLY WINTERBERRY HOLLY 24" Height 24" Height 2'-0' O.C. 20' 0 20' 40' 80' FEET EVA O Woot,uy ENGINEERING Consulting Civ1 Engineers 220 East High Sheet Charlottesville • Virginia 22902 (434) 973.0045 www.Woolley-Eng._rn Owner Happy Boxes Pantops LLC 289 Tndepedence Blvd. Suite 300 VuRiZ is Beach, Virginia 223344bb INITIAL SITE PLAN Q � ^ Z 0 .� LZ ~ Q) 1 Q E LLJ O Q w N w X n> m W m 4 LL rr� 0 v l � 0 LANDSCAPE PLAN Job Number: 1610 TH OF Df u RRIC W. woousr 9 b MC. NO. 97aW a o� 1Z6� �337n NAL BAG Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: Ll .0 7of7 Y copyright OC 2016 by Woolley Engineering - Y Sy0 0. . c0, c ALBEMARLE COUNTY SERVICE AUTHORITY 6"TEE UTILITY EASEMENT c D.B. 1157, PG. 715, 718 (PUT) c D.B. 1132, PG. 117 6" MJ PLUG WITH 7TAP 7' VALVE AND '�/ EL BLOW -OFF ASSEMBLY \ 21 w Qo / ¢� ,A� 20 ti 18 r? / FIBER OPkC CABLE T TO BE DISTURBED) �0�� ^, 0. VIRGINIA GRID NORTH SOUTH ZONE (NAD-83) (1994) �•fJ\ /ps, sep, s7�yr T6M fz F 4 .r f O TOP - 496.19' 1 INV IN - 487.6 FROM 1)) n INV IN 488.9 FROM 3) INV OUT = 470.8 (TO 4 O 7, .A P°Q FLOOR DRAIN ROOF DRAINAGE / 'N1 C TOP © NS 96.32' P IN OUT = 490.2' (TO #2) (18° RCP) 13 �5 © SOURCE STRUCTURE \� 16 / COMMONWEALTH OF VIRGINIA HIGHWAY NVOT F47UONDD1, ROOF DRAINAGE CERTIFICATE OF TAKE �" _ # 13 MH-1 \ D.B. 1132, PG. 117 PLAT BOOK A, PG. 105 / v 12 / TOP ELEV = 477.0 1.3266 AC. / ST # 12' DI-7 INV IN (24') = 469.3 \ TOP ELEV=475.3 INV IN(15")=470.5 INV OUT IN = 469.0 INV OUT = 469.2 I / SANT. SEWER LATERAL +� � / OUTLET PROTECTION f (TYP.) SS#6: MH O" QrD PGA NV OUT = 457.0' a0 ` QR0PP� INV OUT 450.5' GRASS CHANNEL = \ 6'p \ LEVEL 2 �© h / 50 `C+ \ BIORETENTION / QQE� 11 FACILITY .ypST # 11: DI-7 / \� \r 2,440 S.F. @ 12" depth / 55 - / TOP ELEV = 467.5 \ sf \ (3'subsurface media) INV IN = 469.0 °1�L OUT = 468.9 SPIGOT �Bzs�\ 0 Ac "y"`�F\ `PJ` \ _ _ \ QNG55 55 / / NIF OS0 }g0a 5A6• `�y6 NWT' z �N \ 10 sT # l o: 2a" Es-1 0 5 Qo 55e, `0,b / INV OUT=458.0 q9° Q°11 9T - 6" PVC - / EC-1, CL.I,+ 09 .50eb• Y,0 \ \ SS - SS / / - L= 16• \ \ _ -- --�--���JJ•/ � � L / / OVERFLOW CHANNEL \ SS#4:MH \ TOP = 459.5' \ \ INV OUT =5453.0' \ \ WELL IS \ oa zo•o�,, \ ffgq�yr�"�2 \ HW I \ \ DI �� 1NN 452y F. MANHOLE TOP = 457.02' INV IN 448.3 (4° PVC FROM NE) INV IN 448.2' 4° PVC FROM SE INV IN 448.3' 6° PVC FROM SW / LEGEND: INV OUT 448.2' (6° PJC TO NW) ASPH = ASPHALT = LIGHT BW = BOTTOM OF WALL CO CLEAN -OUT C OR CONC. CONCRETE El UGHT ON CONIC. BASE COV. = COVERED CSW = CONCRETE SIDEWALK = TEMPORARY BENCH MARK DI STORM DROP INLET = WATER VALVE C DS DRAIN SPOUT ? EP EDGE OF PAVEMENT = FIRE HYDRANT \/ \ FFE - FINISHED FLOOR ELEVATION 4 OSPIGOT FO - FIBER PC F = TRANSFORMER O IRF = IRON ROD FOUND TV = TELEVISION BOX MH = MANHOLE T =TELEPHONE BOX 1 NS - NAIL SET SO = STORM DRAIN UNE SS # 1: EX MH SS = SANITARY SEWER UNE y / TOP = 457.02' TBM = TEMPORARY BENCH MARK TOL = TOP OF LANDING / INV IN = 448.3' TW = TOP OF WALL }, INV OUT = 448.2' O SPIN UGE = UNDERGROUND ELECTRIC LINE �0 q/ a= 35' WL = UNDERGROUND WATERUNE ? = UNKNOWN OR UNVERIFIED LOCATION MIA 'O SS#2:MH y OTOP = 456.0'`'�, <\ INV IN = 450.0' �p`v �' `�y3' '� `�• INV OUT=449.9' BIORETENTION FOREBAY 8 ^18'„�, 483 c.f. @ 1.5' depth Q" ¢�'' 2:1 length/width ratio / `G 2� m• \ 00 O3 o. \ T \ J`0, \ P'H'K6yc LEVEL SPREADER \ `\ SS#3:MH ® TOP = 457.5' \ INV IN = 450.6' / SS#5:MH / TOP = 460.0' / INV IN = 455.1' INV OUT =455.0' r POST INDIG\ R VALVE \ `� \T # 23 -2B TOP ELEV - 3.O.0°iTpq ST # 22 DI-1 D 23 TOP ELEV = 482.0 S 0 H �4%jip �A�•�ONOq�F� gT,A6 N�fS `#pJ ? S O '�k \ -�-•b T TT N9 ROOF DRAINAGE HAPPY BOXES INDOOR SELF -STORAGE FACILITY 3 STORY WAREHOUSE BUILDING 7 PARKING SPACES FFE:476.50, BFE:462.50 TMP 07800-00-00-013AO HAPPY BOXES PANTOPS LLC D.B. 4758, PG. 710 D.B. 407. PG. 86 (PLAT) D.B. 3045, PG. 558, 566 (PLAT) / 20' 0 20' 40' 80' FEET O WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.W-11ey-Eng- Owner Happy Boxes Pantops LLC 289 Indepedence Blvd. Suite 300 Virginia Beaeh, Virginia 2 INITIAL SITE PLAN Q cn _Z ~ W Q E LLJ _Q Q W Q) W X n,` m W m 4 ILL Q) O Q H O � U UTILITIES PLAN Job Number: 1610 'CtL OF D I� r� U EWC A. WOOLLEY b LLC. N0. 37088 a ?O��SSrO VIAL g�Gl2�� Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C6.0 copyright 0 2016 by Woolley Engineenng 6of7 S61'' Ohs ti. ti R„r //) i r _ P T 9 • WOOLLEY ENGINEEPJNG ,� X x�>, C/ ,� u .. Consulting Civil Engineers t / � = VIRGINIA GRID NORTH East High Street ;` •.., t , ,{}`{ oy Charlottesville -Virginia 22902 w- (434) 973 004 www.Woolley-Eng.com l { ry , ALBEMARLE COUNTY SERVICE AUTHORITY IRF 1 , UTILITY EASEMENT:} <,, �O w ti\" Owner D.B. 1157, PG. 715, 718 (PLAT) ��`'x 4 ° • , ' Happy Boxes Pantops LLC D.B. 1132, PG. 117 r nd deuce Blvd. .r S8 it 0 e r 1 f Virginia Beach, Virginia rr 23462 SOUTH ZONE i M L 48D 55 ?f t () (99 ) t �, f i INITIAL w t s y% SITE PLANIT s jj T GRADING PLAN Job Number: 1610 ERIC W. WOOLLEY 'm L' IC. NO. 37088 W'ONAL'� ®ate: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: Chi copyright © 2016 by Woolley Engineering Cff� 111-7 Mmo — — — — — — --- — — — — --- — — — — — — — — — — — — — - East Elevation CLEAR ANODIZED ALUM TRIM CLEAR ANODIZED ALUM STOREFRONT Mappy Boxes Pantops Albemarle County, Virginia. Cl: CLEAR ANODIZED P1 1--AP ANinnl7Fn PAMnOV FAQr'1A U I J\L-1 IINI.JIILv Uu/\ \,UIMUVrAl LU IVILIML JIU11NU ---------------------------------------------------- HEIGHT AT MIDPOINT ALONG FIT 250 IS 28'-8" CLEAR ANODIZED MAXIMUM ALLOWED IS 30'-0" ALUM STOREFRONT - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - — - — - — - — - — - — - — -- I i\�i 11v1\ji IL-U L)U/\ (VIL-11-AL JIU11NO BRICK COLOR NO. 2 THIRD LEVEL SECOND LEVEL MAIN LEVEL '-GRADE PLANE = 474.63 BASEMENT THIRD LEVEL SECOND LEVEL -EL 476.50 MAIN LEVEL GRADE PLANE = 474.63 C4: 464.58 BASEMENT ❑❑ ❑❑ - - - - - - - - THIRD LEVEL - - --- BRICK COLOR NO. 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ----------------- GRADE PLANE = 474-63 - - --- - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - North Elevation FACING ROUTE 250 Elevations V1 I V1 I Sep 26, 2016 ARB Submittal C 1: 479.58 SECOND LEVEL EL 476.50 MAIN LEVEL C3: 473.83 I oarayll Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com BASEMENT: DIFFERENCE BETWEEN THE LEVEL ABOVE BASEMENT AND GRADE PLANE IS 1.87' (1, 10.5") MAXIMUM DISTANCE THE LEVEL ABOVE BASEMENT IS ABOVE FINISHED GRADE IS 1 V-1 1 " MAX MAIN LEVEL ABOVE GRADE Happy Boxes Pantops Albemarle County, Virginia. almm ROUTE 250 99M mom North -South Section --------------------- South Elevation C4: 464 58 --------------------------------------------------- Southwest Elevation Section Rear Elevations if 1 11 -0 Sep 26, 2016 ARB Submittal 1:44EAM L: 476.50 6: 473.50 '--�GRADE PLANE = 474.63 W= RADE PLANE = 474.63 Stoneking/ von Storch Architect 434-295-4204 434.981.4382 mds@s-vs.com I "?>l (" -- 1 Lq- il /-7/1 — '._.,.� ram`. 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